W. G. Versteijlen
- Effective soil-stiffness validation: Shaker excitation of an in-situ monopile foundation. In: Soil Dynamics and Earthquake Engineering, v. 102 (November 2017). (2017):
- A method for identification of an effective Winkler foundation for large-diameter offshore wind turbine support structures based on in-situ measured small-strain soil response and 3D modelling. In: Engineering Structures, v. 124 (Oktober 2016). (2016):